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contributor authorBenjamin J. Courtis
contributor authorJohn R. West
contributor authorJohn Bridgeman
date accessioned2017-05-08T22:02:38Z
date available2017-05-08T22:02:38Z
date copyrightMarch 2009
date issued2009
identifier other%28asce%290733-9372%282009%29135%3A3%28147%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69664
description abstractModern water treatment must maintain an acceptable balance between the microbial safety of potable water supply, the costs of treatment, and the formation of potentially harmful disinfection by-products (DBPs). In order to achieve the optimum balance, it is essential to understand and predict both the formation of DBP and the decay of chlorine, in relation to source water, treatment processes, storage, and supply. Reported herein are new data which demonstrate the lack of durability, precision, and accuracy associated with earlier empirical chlorine decay rate equations. This work develops an improved methodology for the prediction of variation in chlorine decay rates in distribution systems enabling practical, cost-effective prediction of the effects of both seasonal variations and management interventions on chlorine levels at treatment works and in distribution systems.
publisherAmerican Society of Civil Engineers
titleTemporal and Spatial Variations in Bulk Chlorine Decay within a Water Supply System
typeJournal Paper
journal volume135
journal issue3
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2009)135:3(147)
treeJournal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 003
contenttypeFulltext


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